HomeMy WebLinkAbout0105 WINDING COVE ROAD - Health 105 WINDING COVE .
MARSTONS MILLS
A = 057 147
1
No. �� \ FEE I v v
COMMONWEALTH OF MASSACHUSETTS
�1 Board of Health, faa CnS*a 6L, , MA.
APPLICATION FOP DISPOSAL SYSTL[ CONSTRUCTION PERMIT
Application for a Permit to�ionstruct(vRepair( ) Upgrade( ) Abandon( ) - l_t/Complete System ❑Individual Components
0-
Location - 2�d �+ wner's Name Q 14�
Map/Parcel# Address
Lot# Telephone#
Installer's Name � �r I Designer's Name 5uYveu
Address Address 0 japx \
Telephone# Telephone# O�
Type of Building rQ`71 cLe����'Y�- Lot Size O C sq.ft.
Dwelling-No.of Bedrooms Garbage grinder AR)
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow (min. equired) �J gpd Calculated design flow Design flow provided gpd
Plan: Date Q _ Number of sheets Revision Date
Title 5
Description of Soil(s) GL
Soil Evaluator Form No. Name of Soil Evaluator ,1 h 1�I1 n Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
�J
The and rs e s to' e described Individual Sewage D'f p sal System in accordance with the provisions of TITLE 5 and
further a a e ration until a Certificate C 1ph ce has been issued by the Board of Health.
Signed Date VV
No.`✓1 W ' -a fr f FEE
COMMONWEA LIH.OF MASSACHUSETTS
Board of Health, bo �r asfa V 49 , MA.
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to—construct(/RRepair( ) Upgrad ( ) Abandon( ) - WComplete System ❑Individual Components
d
Location L af-74- W 1 nA q die 04 Pj i&owner's Name ornCt 5-} 1 a c uP tm ht c tO
Map/Parcel# c' I r/ Address
Lot# `7 Telephone#
Installer's Name �� I Designer's Name SU,wCI�I
Address Address o x `)
Telephone# Telephone# 4-- St
Type of Building d F. l \ta C� �jg—Lot Size sq.ft.
Dwelling-No.of Bedrooms ` Garbage grinder
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures
Design Flow(main. equired) �3 Q gpd Calculated design flow 73 4 9' Design flow provided gpd
Plan: Date 31 19 1w Number of sheets P-� Revision Date
Title 51 1 `1 z I-t,)G
er
Description of Soil(s)
Soil Evaluator Form No. l�`'C7 Name of Soil Evaluator I {1 U/t n Date of Evaluation �,-7 /P-
r
DESCRIPTION OF REPAIRS OR ALTERATIONS A
AS
The unde signed agree s to in Elie�jb'���ve���described Individual Sewage D' pQsal System in accordance with the provisions of TITLE 5 and
further a e 1 o.not, aae"the c m op ration until a Certificatejoo Compliance has been issued by the Board of Health.
Signe( Date i .�I V
No. r (x)) Cam'311-7 FEE
COMMONWEALTH Of MASSAC14USETTS
Board of Health, I-(n J (1 A-- t h 1 c , MA.
CIRTIf IC�A-I E OF COMPLIANCE
Description of Work: ❑Individual Component(s) ❑Complete System
The undersigned hereby certify tha e Sewage isposal System; Constructed ('- ,Repaired ( ),Upgraded ( ),Abandoned ( )
by: /G�JIiJ� UO' tiA _
at )k- e 'a "WillJ
has been installed in accordance with the roui/gn of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. 0� dated / l . Approved Design Flow 7 (gpd)
Installer
Designer: Inspector, AV74, Date:
The issuance of this permit shall not be construed as a guarantee that the sy tem will function as designed.No.I1900 r0)32— FEE r r�/
COMMONWFAIT14 ®F MASSACHUSETTS
Board of Health, -6o(O-DI l �� ;MA.
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to; Construct(u) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system
W at �O j Y -t l�-,q l��!'P as described in the application for
Disposal System Construction Permit No. dated qMl 0
Provided: Construction shall be completed wit in ree years of the date of t rmit. 1 0 corid`tio must n met..
Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date ✓ Board of Health V C
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r1v TOWN-OF BARNSTABLE
LOCATION ;LET 7¢ `. J r�D,�G .Cave SEWAGE# 3
VILLAGE "A25%vnos MILLS ASSESSOR'S MAP &.LOT 05-7=oy7
INSTALLER'S NAME&PHONE NO. 3 4 2J"0 LOTri
SEPTIC TANK CAPACITY y O AL H r-lO
LEACHING FACILITY: (ty�e)�`)Soo GA, LEA Cttri+� 2S (size)
NO. OF BEDROOMS
BUILDER OR OWNER 4,GGitJs
< `PERMITDATE / COMPLIANCE DATE
Separation Distance Between the:
Mai imum Adjusted Groundwater Table and'Bottom of Leaching-Facility Feet
Private Water.Supply Well Leaching Facility-,.(If any wells exist
on site,.or within 200.,feet of leaching facility) Feet
..
Edge'of Wedand"and Leaching Facility(If any wetlands exi-St
within 300 feet of leaching facility) Feet
Furnished by :.
z.
A .. F�DNr a 146uSF
--F
24 .
3 Z
s 4 Zd�
TOWN WATER AVAILABLE MARSTONS MILLS "
o•
NvwH3831� o
Im vivm1N► F__-__ 1 CERTIFY THAT THIS SURVEY AND PLAN WERE MADE <
o O - _ IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL
�yJbss `d'��� , =77.51 , A 9 L TTANDARDMSO fiVR NE CAKE OF LANS SURVEYING IN �� 2B Opp Go.
BENCHM bW jo Nl 0 0 •' �� ��' WEALTH OF I
p0 vE
A UL A. MERITHEf, L S. AT ` g
CATCH BASIN
ELEV.=100.0(ASSUMED) 0 % A.M.57/47rn
AREA= 30,198fS.F. _j
91
'�/i� j. _,.-� f r�O//C•• r'�p Sl1RVFtO� LOCUS MAP
•ro ASSESSORS MAP.- 57, LOT 47
o ° aT i PLAN REF 2 7212 9-3 0
m / I / ZONING: "RF"
o �_� 0� \ FLOOD ZONE- "'C"
� o m 24 w I o r O VERLA Y DISTRICT "'AP
/ r 15.3 - �, PROPOSED I ,
r �
v s 10 0' 4, 26.0 co 145E• o DRI VEWA Y /
m � D 3 HDRO. GARAGE
O g.5 `'? - PRD p0 T 0.F.1 2 23.7 I '�� i
o �` - SITE & SE WA GE PLAN
3.8 c 16.0 �' �4—� J ll ! PREPARED FOR
4.5' ; ED ; HIGGINS THOMAS J & JA CQ UELINE A.
1 �
I ' LOCA TED A T
,�� o �, LOT 74 WINDING CO VE ROAD
\UTIL��� ��� �.\\ o° •D� ~ ~ AS/LOT
1u8O;�5. �, � � � 86 tISE BARNSTABLE MA.
42 �� MARCH 19, 2001
175 00, i
/
AS/LOT ; -
48
HSE
YANKEE SURVEY CONSUL TANTS
GRAPHIC SCALE P.O. BOX 265
UNIT 1, 408 INDUSTRY ROAD
MARSTONS MILLS, MA. 02648
4. .30 0 15 JO ea 120 PH.(508)428-0055 - FAX(508)420-555.J
( IN FEET )
1 inch = 30 It. JOBI¢K 52671 JF
--
719P OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C.
EL=100.5' MIN. PITCH 1/8 PER FT. 2"LA YER OF
CONCRETE COVER WASHED S719NE
8' MAX ice , , , . . � i i . 7 EL=101.5
PVC SCH40
(OR EQUAL MINIMUM 11
PI71:'H 1/4 PER FT
AN SAND �. 3�X..
10' FLOW LINE 3'
INVERT 1 10" 8' EL=98.8
— 991' ON 14" �20, _ o = = = O = _ = o
0 00 = _ _ _ = O = _ _ _ = vegeo °
cas INVERT LEVEL ° °° o 0 0 0 0 0 0 0 0.o o °g °
BAFFLE _ 98 6' 6 SUM oo°o 0 0 = = o 0 0 0 o O = = °°
INVERT EL.-___ INVERT INVERT o ° 0 0 0 0 0 0 0 o 0 0 = °°o°o =96.0
EL.= 98.85' 1 EL. = 98.5'_ EL.= 9_8.2_5' 4• 4
(70 BE PLACED ON FIRM BASE) DISTRIBUTION (2I 500 CAL LEACH/NC CHAMBERS
MLrHAN/CALLY COMPACTED OR 6" OF S7VNE BOX EL.=�$Q
GALLONS 7D BE WATER TESTED
SEPTIC TANK " 1z x z5• TRENCH FORMATION ON 6 STONE
3/4- 710 1-1/2" SOIL ABSORPTION
PROFILE O F DOUBLE WASHED S77ONE SYSTEM (SASS
SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV. =__873.
NOT TO SCALE
i
OBSER VA TION HOLE I ELEV.= 100.3 I
PERCOLATION RATE S� MINI INCH
DEPTH NORM TEXTURE COLOR MOTT OTHER 3, ,�N OF,yAs�c
GENERAL NOTES 0-30" O TOP & SUBSOIL yes
30"-13' A MEDIUM SAND PERK. g WILLIA�d
c.
LIEBERMAN H
No. Z39/► a
I) ALL WORKMANSHIP AND MA TERIALS SHALL CONFORM TO D.E.P. pFa o
TITLE 5 AND THE TOWN OF -B RNSTABLE---- RULES AND NO ,WATER ENCOUNTERED �F� ivMAL EL
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. P13� 3105.
2) ONE COVER ON SEPTIC TANK SHALL BE BRO UCHT TO
WITHIN 6" OF FINISHED CRADE, OTHERS WITHIN 12" SOIL TEST
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 3127184 SOIL TEST DONE BY BAXTER & NYE
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: D. THULIN, P.E, BAXTER & NYE
10 FT OF DRIVES OR AREAS H-20 LOADING SHALL
USED UNDER OR XITHIN 101 FNG T. OF DRIVES OR PARKING AREAS.E DESIGN CA L C ULA TIONS.'
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL INSTALL- NUMBER OF BEDROOMS . 3
BE MORTERED IN PLACE. (2) 500 CAL LEACHING CHAMBERS GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH WITH 4' STONE ALL AROUND TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 12.8' X 25' ( UQ__CAL/BR/DAY x 3___ BR) 330 GAL/DAY
r OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL
11
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . 1NOTIFY YANKEE SURVEY 24 HOURS DESIGN PERCOLATION RATE . � 5 MIN./IN.
I PRIOR TO COMMENCING WORK ON SITE. o
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS PRIOR TO SEPTIC INSPECTION. EFFLUENT LOADING RATE . . . . . . 74 CAL/DAY/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 347 CALIDA Y
8) PARCEL IS IN FLOOD ZONE___"C" RESERVE LEACHING CAPACITY . . . 347 CAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP 57 AS PARCEL -47 (25x128X74)+(25+25+12.8+128)MX74)
JOB NUMBER 52671